FDS-P型绳索取心钻具研制及试验研究          下载免费PDF全文

李鑫淼  胡建超  马莎莎  郑庆辉  王嘉瑞 《探矿工程》2021,48(S1):370-374

针对复杂地层绳索取心钻进时易出现的内管总成打捞失败问题,开展了FDS-P型绳索取心钻具研制。基于内管总成打捞失败原因分析,完成了FDS-P型绳索取心钻具设计,通过室内试验,初步验证了钻具结构设计的合理性。为进一步验证钻具性能,在贵州页岩气井开展了野外生产试验,先后完成16个回次取心钻进,累计进尺39.03 m,岩心采取率达到98%以上,其中有6个回次发生堵心,内管打捞全部成功,内管到位及堵心均得到了及时提示。实际应用结果表明,FDS-P型绳索取心钻具结构设计合理,具有良好的到位及堵心报信提示作用,内管总成打捞可靠性得到显著提升,有效提高了易堵心地层钻进效率及岩心采取质量。  相似文献   

深孔纳米复合水泥基护壁堵漏材料研究          下载免费PDF全文

王胜  吴丽钰  蒋贵  张统得  陈礼仪 《探矿工程》2021,48(12):7-13

本文围绕深部钻探技术中护壁堵漏材料性能的实际需要,研制了一种深孔纳米复合水泥基护壁堵漏新材料。首先,通过分析100 ℃条件下2种水泥材料的基本性能,确定了G级油井水泥为胶凝材料;然后,基于深孔钻探护壁堵漏材料的性能缺陷,采用特种纤维、纳米材料针对性改善水泥基浆液的力学性能,并优选早强剂（ZQ）、减水剂（GB）作为外加剂进行正交实验,进而研制出纳米复合水泥基护壁堵漏材料优化配方;最后,对其主要性能进行分析评价。结果表明该材料在深孔钻探中浆液流动性好,力学性能优异,综合性能满足深孔钻探护壁堵漏需求。  相似文献   

Micromechanical viscoelasto‐plastic models and finite element implementation for rate‐independent and rate‐dependent permanent deformation of stone‐based materials     

Qingli Dai 《国际地质力学数值与分析法杂志》2010,34(13):1321-1345

This paper presents parallel and serial viscoelasto‐plastic models to simulate the rate‐independent and the rate‐dependent permanent deformation of stone‐based materials, respectively. The generalized Maxwell viscoelastic and Chaboche's plastic models were employed to formulate the proposed parallel and serial viscoelasto‐plastic constitutive laws. The finite element (FE) implementation of the parallel model used a displacement‐based incremental formulation for the viscoelastic part and an elastic predictor—plastic corrector scheme for the elastoplastic component. The FE framework of the serial viscoelasto‐plastic model employed a viscoelastic predictor—plastic corrector algorithm. The stone‐based materials are consisted of irregular aggregates, matrix and air voids. This study used asphalt mixtures as an example. A digital sample was generated with imaging analysis from an optically scanned surface image of an asphalt mixture specimen. The modeling scheme employed continuum elements to mesh the effective matrix, and rigid bodies for aggregates. The ABAQUS user material subroutines defined with the proposed viscoelasto‐plastic matrix models were employed. The micromechanical FE simulations were conducted on the digital mixture sample with the viscoelasto‐plastic matrix models. The simulation results showed that the serial viscoelasto‐plastic matrix model generated more permanent deformation than the parallel one by using the identical material parameters and displacement loadings. The effect of loading rates on the material viscoelastic and viscoelasto‐plastic mixture behaviors was investigated. Permanent deformations under cyclic loadings were determined with FE simulations. The comparison studies showed that the simulation results correctly predicted the rate‐independent and rate‐dependent viscoelasto‐plastic constitutive properties of the proposed matrix models. Overall, these studies indicated that the developed micromechanical FE models have the abilities to predict the global viscoelasto‐plastic behaviors of the stone‐based materials. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

塔中地区志留系沥青砂岩成岩作用及其对储层性质的影响   总被引：5，自引：0，他引：5  

张金亮  杜桂林 《矿物岩石》2006,26(3):85-93

运用沉积学原理对塔中地区志留系经历复杂成岩演化的沥青砂岩进行研究分析,了解到该岩石主要经过压实作用、胶结作用和溶蚀作用等成岩作用。其胶结物的主要类型有绿泥石、伊利石、高岭石、伊-蒙混层等粘土矿物以及碳酸盐矿物、石英、长石、黄铁矿等。孔隙类型以粒间孔隙、粒内孔、铸模孔、特大孔、裂缝孔隙等为主,其中以粒间孔隙最为发育,低地温梯度有利于在深层形成次生孔隙。志留系沥青砂岩储层物性受沉积和成岩双重因素的影响,成岩演化阶段处于晚成岩A期。根据影响储层物性的储层成岩作用,可将成岩相类型划分为不稳定碎屑溶蚀成岩相、压实-弱溶蚀成岩相、压实充填成岩相、压实压溶成岩相、碳酸盐胶结成岩相等几种主要类型,成岩相类型决定了储层性质,不稳定碎屑溶蚀成岩相和压实-弱溶蚀成岩相是本区较好的油气储层。  相似文献   

低荧光防塌沥青及低荧光特效封堵防塌降滤失剂的研制与应用          下载免费PDF全文

李和良  陈艳霞 《探矿工程》2007,34(12):13-15

研发了一种具有优良防塌效果的低荧光钻井液用井壁稳定剂，提高石油沥青磺化度，解决降低产品荧光级别的新工艺，突破因荧光干扰测录井导致油储层被误判、漏判的关键技术，磺化反应后期，引入提高产品综合性能的特种材料进行交联反应。介绍了低荧光防塌沥青LF—TEX-1及低荧光特效封堵防塌降滤失剂FSL-1的关键技术原理和生产工艺流程，并对这两种处理剂的性能测试结果进行了分析。实际生产应用表明，他们具有明显的封堵、降失水功能。  相似文献   

Computational microstructure modeling to estimate progressive moisture damage behavior of asphaltic paving mixtures     

Hoki Ban  Yong‐Rak Kim  Suk‐Keun Rhee 《国际地质力学数值与分析法杂志》2013,37(13):2005-2020

This paper presents a computational microstructure model to estimate the progressive moisture damage of multiphase asphaltic paving mixtures. Moisture damage because of water transport is incorporated with mechanical loading through a finite element method. To simulate nonlinear damage evolution in the mixtures, the model includes Fickian moisture diffusion, a cohesive zone model to simulate the gradual fracture process, and a degradation characteristic function to represent the reduction of material properties because of moisture infiltration. With the model developed, various parametric analyses are conducted to investigate how each model parameter affects the material‐specific moisture damage mechanism and damage resistance potential of the mixtures. Analysis results clearly demonstrate the significance of physical and mechanical properties of mixture components and geometric characteristics of microstructure for the better design of asphaltic paving mixtures and roadway structures. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

地质钻探中的井漏及堵漏材料研究     

毛洪江 《西北地质》2010,43(3):141-146

通过对钻探过程中井漏的复杂地质因素分析,提出了水化膨胀复合材料体系,并对该体系进行了膨胀性、封堵性及复合桥接堵漏模拟实验。实验结果表明,堵漏材料PAR具有很强的吸水膨胀性能,可膨胀至原体积的几十倍,且时间快有利于形成快速的封堵。材料PAR与稻谷和锯末形成的复合堵漏材料具有很强的堵塞率,可达70%以上。承压堵漏测量装置中测试表明:复合堵漏体系不仅能形成封堵,而且能够承受一定的压差。在云南临仓市勐简乡铅锌矿钻探过程中,运用复合堵漏体系满足了该地区复杂地矿钻探需要。  相似文献   

平朔矿区杨涧煤矿90102工作面底板堵截技术研究     

张仲斌  李华  李文钧  徐智敏  王蓉蓉 《中国煤炭地质》2014,(12):54-57

杨涧煤矿90102工作面底板隔水层厚度约50m,隔水层底板奥灰水压约1.8MPa,经煤矿开采该工作面揭露5个陷落柱,运输顺槽230~290m发生底鼓并多处开裂涌水,分析水源为底部砂岩水,底板隔水层发育的裂隙在近距离厚煤层回采条件下,必将加剧其底板破坏,为确保工作面安全开采,有必要实施底板堵截工程。为此,在矿区岩溶陷落柱发育规律探查、底鼓监测条件下,以XL1陷落柱和底鼓区为例,针对柱体下段、底板破坏带,采用水泥浆液来截断底板出水补给来源的同时加固底板隔水层强度。经钻探验证堵截效果较好。最后对治理方案、注浆层段、注浆参数等进行了详细总结,形成了适用于朔州矿区的注浆堵截技术,可为指导矿区今后防治水实践提供借鉴。  相似文献   

大裂隙堵漏剂在神农架矿区复杂地层钻进中的试验应用          下载免费PDF全文

王政敏  张宝河  刘鸣 《探矿工程》2014,41(5):25-28

通过大裂隙堵漏剂在神农架矿区复杂地层钻进的试验应用,论述了该堵漏剂堵漏性能参数及堵漏机理,总结了用该堵漏剂堵漏的操作方法;简述了野外施工试验的应用过程及应用效果。  相似文献   

王588块泥浆污染深穿透酸液研究与评价     

胡增国 《海洋地质译丛》2010,(2):58-62,71

王588块钻井泥浆污染主要是固相入侵和滤液与地层水的不配伍性。通过实验,优选出了具有高效深穿透能力以及固相溶解量大的表面活性剂DS-101酸液复配体系。实验表明,该体系耐温性强,对油泥具有极强的分散和溶解作用,对泥浆污染有明显的解堵效果,岩心渗透率恢复率可达127%。  相似文献